5
8'-0" MAX DOOR WIDTH 8'-0" MAX DOOR HEIGHT 8'-2" MAX OVERALL 8'-4" MAX OVERALL REF ANCHOR SCHEDULE FOR MAX CORNER DISTANCE AT JAMBS REF ANCHOR SCHEDULE FOR MAX SPACING AT JAMBS REF ANCHOR SCHED FOR MAX CORNER DISTANCE AT JAMBS 4'-0" MAX DOOR WIDTH 8'-0" MAX DOOR HEIGHT 8'-2" MAX OVERALL 4'-4" MAX OVERALL DOUBLE DOOR ELEVATION SCALE: 1 2 " = 1'-0" EXTERIOR ELEVATION SINGLE DOOR ELEVATION SCALE: 1 2 " = 1'-0" EXTERIOR ELEVATION LOCK HEIGHT CYLINDER LOCK: 40 3 8 " MORTISE LOCK: 40 3 8 " EXIT DEVICES: 39 9 16 " OPP. DOOR PANEL CONSTRUCTION MAY VARY (REF "DOOR PANEL CONSTRUCTION OPTIONS" DETAIL) OPTIONAL: DECORATIVE MULTI-PANEL EMBOSSING (PATTERNS MAY VARY) DOOR PANEL CONSTRUCTION MAY VARY (REF "DOOR PANEL CONSTRUCTION OPTIONS" DETAIL) OPTIONAL: DECORATIVE MULTI-PANEL EMBOSSING (PATTERNS MAY VARY) ANCHORS NOT REQ'D AT HEAD ANCHORS NOT REQ'D AT HEAD REF ANCHOR SCHEDULE FOR MAX SPACING AT SILL REF ANCHOR SCHED FOR MAX CORNER DISTANCE AT SILL REF ANCHOR SCHEDULE FOR MAX CORNER DISTANCE AT JAMBS REF ANCHOR SCHEDULE FOR MAX SPACING AT JAMBS REF ANCHOR SCHED FOR MAX CORNER DISTANCE AT JAMBS REF ANCHOR SCHEDULE FOR MAX SPACING AT SILL REF ANCHOR SCHED FOR MAX CORNER DISTANCE AT SILL DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS 1 DATE SHEET DESCRIPTION BY DRAWING NUMBER: CHRISTIAN LANGLEY, PE FL PE #67382 Nov 02 2011 OF DAY.11001_01c Daybar 8080 Doors (FBC).dwg (Cr: 10/24/2011 15:43 ) clangley 11/2/2011 10:31 R E V I S I O N S www.nu-wind.com C.A. #28511 PRODUCT APPROVAL ENGINEERING DONE•• . RIGHT. DAY.11001 5 Industries, Ltd 50 WEST DRIVE BRAMPTON, ON CANADA L6T 2J4 DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS FLORIDA PRODUCT APPROVAL 9/19/11 TEST LAB DRAWINGS CL 10/19/11 INITIAL SUBMITTAL CL - - - - - - - - - * THIS SYSTEM IS VALID FOR USE WHERE WATER INFILTRATION REQUIREMENT IS APPLICABLE (REF GEN NOTES) GENERAL NOTES 1. THIS SYSTEM HAS BEEN TESTED & EVALUATED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE (INCL 2009 SUPPLEMENTS), AS WELL AS THE 2010 FLORIDA BUILDING CODE. 2. THIS SYSTEM IS APPROVED FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 3. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT RESISTANT PRODUCT. PROTECTION FROM WIND-BORNE DEBRIS, WHERE APPLICABLE, IS NOT REQUIRED. 4. THIS SYSTEM HAS BEEN TESTED AND EVALUATED FOR WATER INFILTRATION, AND IS VALID FOR USE WHERE WATER INFILTRATION REQUIREMENTS ARE APPLICABLE. 5. POSITIVE AND NEGATIVE SITE PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 6. THIS DOOR SYSTEM MAY BE INCORPORATED INTO STOREFRONT SYSTEMS - REF SEPARATE PRODUCT APPROVAL FOR STOREFRONT PRESSURE RATINGS AND OTHER LIMITATIONS OF USE. 7. KNOCKDOWN FRAMES SHOWN HEREIN MAY BE USED WITH OTHER DAYBAR DOOR SYSTEMS - APPLICABLE PRESSURE RATING AND OTHER LIMITATIONS OF USE SHALL BE THE MOST CRITICAL OF THIS SYSTEM OR OTHER DOOR SYSTEM. 8. UNLESS NOTED OTHERWISE, ALL STEEL COMPONENTS SHALL CONFORM TO ASTM A653 TYPE B (A40 PAINTABLE GALVANNEAL COATING) OR AISI 304 SERIES STAINLESS STEEL. 9. HEAD, SILL, AND JAMB ANCHOR DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. 10. EXTERIOR FRAME PERIMETER, SEAMS, AND CORNERS SHALL BE SEALED WITH GE SILICONE II CAULK. 11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 12. EACH DOOR ASSEMBLY SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER UNIT CONTAINING ALL INFORMATION SPECIFIED IN THE ABOVE-NOTED BUILDING CODE, AS WELL AS THE FOLLOWING: DAYBAR INDUSTRIES, LTD BRAMPTON, ON, CANADA 13. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE HOST STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN (e.g. ALTERNATE LOCKING HARDWARE, ALTERNATE ANCHORS, ETC.), A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE-SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS APPROVAL. SINGLE DOOR ALLOWABLE DESIGN PRESSURES: + 70 PSF / -70 PSF * THIS SYSTEM IS VALID FOR USE WHERE WATER INFILTRATION REQUIREMENT IS APPLICABLE (REF GEN NOTES) DOUBLE DOOR ALLOWABLE DESIGN PRESSURES: + 50 PSF / -50 PSF BY C C C FL FL FL FL FL F PROD PR PR PR PR PR PR PR PR DON D D D D D D CL CL CL CL L CL CL CL C - - - - - - - - - - - - - A FROM D. R R ED FOR FOR FOR FOR FOR O ON A A A A A A G COD ODE ODE ODE ODE ODE. FOR R R R OF USE. SE. SE. E. E. E. WITH TING CAL OF R R CHR HR CHR R HR HR CHRIST IST IST IST IST IST IST IST IST IST IS IS IAN IAN IAN IAN IAN AN LA LA LA LA LA LA LA LA LA LA LA LA LANGL NGL NGL NGL NGL NGL NG NG NG G G NG NG EY, EY, EY, EY, EY, EY, PE PE PE L L L L L L E E PE PE PE #67 #67 #67 #67 #67 #67382 8 382 82 382 82 82 82 82 82 82 8 8 8 Nov Nov v ov ov v ov v Nov ov Nov ov o N 02 02 02 0 0 0 0 0 0 0 20 20 20 20 20 20 20 20 20 20 2 2 11 11 11 11 11 1 1

DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS  · 2011-11-02 · DAY.11001_01c Daybar 8080 Doors (FBC).dwg (Cr: 10/24/2011 15:43) OF clangley 11/2/2011 10:31 R E V IS O N S C.A. #28511

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Page 1: DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS  · 2011-11-02 · DAY.11001_01c Daybar 8080 Doors (FBC).dwg (Cr: 10/24/2011 15:43) OF clangley 11/2/2011 10:31 R E V IS O N S C.A. #28511

8'-0" MAXDOOR WIDTH

8'-0

" M

AXD

OO

R H

EIG

HT

8'-2

" M

AX O

VERA

LL

8'-4" MAX OVERALL

REF ANCHORSCHEDULE FORMAX CORNER

DISTANCEAT JAMBS

REF

ANCH

OR

SCH

EDU

LEFO

R M

AX S

PACI

NG

AT

JAM

BS

REF ANCHORSCHED FOR

MAX CORNERDISTANCEAT JAMBS

4'-0" MAXDOOR WIDTH

8'-0

" M

AXD

OO

R H

EIG

HT

8'-2

" M

AX O

VERA

LL

4'-4" MAX OVERALL

DOUBLE DOOR ELEVATIONSCALE: 1

2" = 1'-0" EXTERIOR ELEVATION

SINGLE DOOR ELEVATIONSCALE: 1

2" = 1'-0" EXTERIOR ELEVATION

LOCK

HEI

GH

TCY

LIN

DER

LO

CK:

403

8"M

ORT

ISE

LOCK

: 40

38"

EXIT

DEV

ICES

: 39

916

"

OPP.DOOR PANEL

CONSTRUCTIONMAY VARY

(REF "DOOR PANELCONSTRUCTION

OPTIONS" DETAIL)

OPTIONAL: DECORATIVEMULTI-PANEL EMBOSSING

(PATTERNS MAY VARY)

DOOR PANELCONSTRUCTION

MAY VARY(REF "DOOR PANEL

CONSTRUCTIONOPTIONS" DETAIL)

OPTIONAL: DECORATIVEMULTI-PANEL EMBOSSING

(PATTERNS MAY VARY)

ANCHORSNOT REQ'D

AT HEADANCHORSNOT REQ'D

AT HEAD

REF ANCHOR SCHEDULEFOR MAX SPACING AT SILL

REF ANCHOR SCHEDFOR MAX CORNERDISTANCE AT SILL

REF ANCHORSCHEDULE FORMAX CORNER

DISTANCEAT JAMBS

REF

ANCH

OR

SCH

EDU

LEFO

R M

AX S

PACI

NG

AT

JAM

BSREF ANCHORSCHED FOR

MAX CORNERDISTANCEAT JAMBS

REF ANCHOR SCHEDULEFOR MAX SPACING AT SILL

REF ANCHOR SCHEDFOR MAX CORNERDISTANCE AT SILL

DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS

1

DAT

E

SHEET

DES

CRIP

TIO

NBY

DRAWING NUMBER:

CHRI

STIA

N L

ANG

LEY,

PE

FL P

E #

6738

2

Nov

02

2011

OF

DAY

.110

01_0

1c

Day

bar

8080

Doo

rs (

FBC)

.dw

g(C

r:10

/24/

2011

15:

43)

clan

gley

11/2

/201

110

:31

R E V I S I O N S

ww

w.n

u-w

ind.

com

C.A. #28511

PR

OD

UC

T A

PP

RO

VA

L E

NG

INE

ER

ING

D

ON

E••.

R

IGH

T.

DAY.11001

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Indu

strie

s, L

td50

WES

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TEST

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ITIA

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TAL

CL-

--

--

--

--

* THIS SYSTEM IS VALID FOR USE WHERE WATER INFILTRATIONREQUIREMENT IS APPLICABLE (REF GEN NOTES)

GENERAL NOTES1. THIS SYSTEM HAS BEEN TESTED & EVALUATED IN

ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE (INCL 2009SUPPLEMENTS), AS WELL AS THE 2010 FLORIDA BUILDING CODE.

2. THIS SYSTEM IS APPROVED FOR USE WITHIN AND OUTSIDETHE HIGH VELOCITY HURRICANE ZONE (HVHZ).

3. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS ALARGE MISSILE IMPACT RESISTANT PRODUCT. PROTECTION FROMWIND-BORNE DEBRIS, WHERE APPLICABLE, IS NOT REQUIRED.

4. THIS SYSTEM HAS BEEN TESTED AND EVALUATED FORWATER INFILTRATION, AND IS VALID FOR USE WHERE WATERINFILTRATION REQUIREMENTS ARE APPLICABLE.

5. POSITIVE AND NEGATIVE SITE PRESSURES CALCULATED FORUSE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON ASITE-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.

6. THIS DOOR SYSTEM MAY BE INCORPORATED INTOSTOREFRONT SYSTEMS - REF SEPARATE PRODUCT APPROVAL FORSTOREFRONT PRESSURE RATINGS AND OTHER LIMITATIONS OF USE.

7. KNOCKDOWN FRAMES SHOWN HEREIN MAY BE USED WITHOTHER DAYBAR DOOR SYSTEMS - APPLICABLE PRESSURE RATINGAND OTHER LIMITATIONS OF USE SHALL BE THE MOST CRITICAL OFTHIS SYSTEM OR OTHER DOOR SYSTEM.

8. UNLESS NOTED OTHERWISE, ALL STEEL COMPONENTSSHALL CONFORM TO ASTM A653 TYPE B (A40 PAINTABLEGALVANNEAL COATING) OR AISI 304 SERIES STAINLESS STEEL.

9. HEAD, SILL, AND JAMB ANCHOR DETAILS MAY BEINTERCHANGED AS FIELD CONDITIONS DICTATE.

10. EXTERIOR FRAME PERIMETER, SEAMS, AND CORNERS SHALLBE SEALED WITH GE SILICONE II CAULK.

11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUMTENSILE YIELD STRENGTH OF 60 KSI.

12. EACH DOOR ASSEMBLY SHALL BE PERMANENTLY LABELEDWITH A MINIMUM OF ONE LABEL PER UNIT CONTAINING ALLINFORMATION SPECIFIED IN THE ABOVE-NOTED BUILDING CODE,AS WELL AS THE FOLLOWING:

DAYBAR INDUSTRIES, LTDBRAMPTON, ON, CANADA

13. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THEHOST STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOODBUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFERLOADS TO THE EXISTING STRUCTURE.

14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOTPROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITECONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN(e.g. ALTERNATE LOCKING HARDWARE, ALTERNATE ANCHORS,ETC.), A LICENSED PROFESSIONAL ENGINEER OR REGISTEREDARCHITECT SHALL PREPARE SITE-SPECIFIC DOCUMENTS FOR USE INCONJUNCTION WITH THIS APPROVAL.

SINGLE DOORALLOWABLE DESIGN PRESSURES:

+ 70 PSF / -70 PSF

* THIS SYSTEM IS VALID FOR USE WHERE WATER INFILTRATIONREQUIREMENT IS APPLICABLE (REF GEN NOTES)

DOUBLE DOORALLOWABLE DESIGN PRESSURES:

+ 50 PSF / -50 PSF

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Page 2: DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS  · 2011-11-02 · DAY.11001_01c Daybar 8080 Doors (FBC).dwg (Cr: 10/24/2011 15:43) OF clangley 11/2/2011 10:31 R E V IS O N S C.A. #28511

2

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Page 3: DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS  · 2011-11-02 · DAY.11001_01c Daybar 8080 Doors (FBC).dwg (Cr: 10/24/2011 15:43) OF clangley 11/2/2011 10:31 R E V IS O N S C.A. #28511

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Page 4: DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS  · 2011-11-02 · DAY.11001_01c Daybar 8080 Doors (FBC).dwg (Cr: 10/24/2011 15:43) OF clangley 11/2/2011 10:31 R E V IS O N S C.A. #28511

4

DAT

E

SHEET

DES

CRIP

TIO

NBY

DRAWING NUMBER:

CHRI

STIA

N L

ANG

LEY,

PE

FL P

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6738

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ANCHOR SCHEDULE

1. SEE EXTERIOR ELEVATION & ANCHORSCHEDULE FOR ANCHOR LOCATIONS AND/OR SPACING.

2. NO ANCHORS REQUIRED AT FRAME HEAD.3. ANCHOR SCHEDULE GIVES MAXIMUM CORNER

DISTANCE AND SPACING.4. ANCHORS SHALL BE INSTALLED IN

ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.

5. 38" SLEEVE ANCHOR OPTIONS FOR

INSTALLATION TO CONCRETE OR GROUT-FILLEDBLOCK:

38" RED HEAD DYNABOLT SLEEVE ANCHOR

WITH 112" MIN EMBED, 21

4" MIN EDGEDISTANCE.3

8" HILTI HLC SLEEVE ANCHORWITH 11

4" MIN EMBED, 4" MIN EDGE DISTANCE5. 3

8" LAG SCREWS SHALL HAVE 2" MIN EMBED &11

2" MIN EDGE DISTANCE.6. MINIMUM EMBEDMENT AND EDGE DISTANCE

EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALLFINISHES.

7. CONCRETE HOST STRUCTURE SHALL HAVE3,000 PSI MIN COMPRESSIVE STRENGTH.GROUT-FILLED MASONRY SHALL BE ASTM C90 BLOCKWITH MIN 2,000 PSI GROUT.

8. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE" G=0.55 OR GREATER DENSITY.

9. WHERE EXISTING STRUCTURE IS WOODFRAMING, EXISTING CONDITIONS MAY VARY. FIELDVERIFY THAT FASTENERS ARE INTO ADEQUATE WOODFRAMING MEMBERS, NOT INTO PLYWOOD (U.N.O.).

10. "STEEL" SUBSTRATE SHALL HAVE 18ga (0.048")MIN THICKNESS.

11. MACHINE SCREWS USED WITH SLEEVEANCHORS SHALL HAVE MINIMUM OF 12" ENGAGEMENTOF THREADS IN BASE ANCHOR.

12. MASONRY WIRE ANCHORS ARE ONLYAPPLICABLE AT JAMBS.

ANCHOR NOTES:

DOUBLE DOORS

SILL JAMBS

CORNERS SPACING CORNERS SPACING

6" 12" OC 6" 21" OC

6" 12" OC 6" 21" OC

6" 12" OC 6" 12" OC

- N / A - 6" 17" OC

- N / A - 9" 17" OC

- N / A - 16" 16" OC

- N / A - 6" 21" OC

SINGLE DOORS

SILL JAMBS

DETAIL ANCHOR SUBSTRATE CORNERS SPACING CORNERS SPACING

1/4

3/8" SLEEVE ANCHORS ⁴ CONCRETE ORG.F. MASONRY

6" 12" OC 6" 21" OC

3/8" BOLT & NUT STEEL 6" 12" OC 6" 21" OC

3/8" LAG SCREWS WOOD 6" 12" OC 6" 16" OC

2/4CLIP-IN STUD ANCHORS WOOD STUDS - N / A - 9" 17" OC

CLIP-IN STUD ANCHORS METAL STUDS - N / A - 9" 17" OC

3/4 MASONRY WIRE MASONRY - N / A - 16" 16" OC

4/4 DIRECT WELD STEEL - N / A - 6" 21" OC

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Page 5: DAYBAR 4080 & 8080 COMMERCIAL STEEL DOORS  · 2011-11-02 · DAY.11001_01c Daybar 8080 Doors (FBC).dwg (Cr: 10/24/2011 15:43) OF clangley 11/2/2011 10:31 R E V IS O N S C.A. #28511

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BILL OF MATERIALSPART NO. DESCRIPTION MATERIAL

1 PERIMETER FRAME (HEAD, SILL, JAMB) 16ga (0.051") GALVANNEALED STEEL:ASTM A653, TYPE B, WITH A40PAINTABLE GALVANNEAL COATING(Fy=45ksi, Fu=52ksi) ...OR... AISI 304SERIES STAINLESS STEEL (Fy=45ksi,Fu=101ksi)

2 DOOR PANEL ASSEMBLY (FLUSH OR EMBOSSED) GALVANNEALED STEEL: ASTM A924, ASTMA653, TYPE B, WITH A40 PAINTABLEGALVANNEAL COATING (Fy=45ksi,Fu=60ksi) ...OR... AISI 304 SERIESSTAINLESS STEEL (Fy=45ksi, Fu=101ksi)

4 THRESHOLD: HAGER 477S EXTRUDED ALUMINUM 6063-T5 WITHVINYL BUMPER

5 THRESHOLD: HAGER 520S EXTRUDED ALUMINUM 6063-T5 WITHVINYL BUMPER

6 DOOR TOP/BOTTOM CHANNEL: 1.6875" x 1.439" 16ga (0.051") GALVANNEAL STEEL (ASTMA653 WITH G60 COATING) ...OR...STAINLESS STEEL (AISI 304 SERIES)

7 DOOR SNAP-IN TOP/BOTTOM CAP: 1.5625" x 1.00" 20ga (0.032") GALVANNEAL STEEL (ASTMA653 WITH G60 COATING) ...OR...STAINLESS STEEL (AISI 304 SERIES)

8 CONTINUOUS HINGE: HAGER ROTON 780-224 HD 6063-T6 ALUMINUM

9a FULL MORTISE HINGE (STANDARD): HAGER #BB-1279 STEEL (PER MFR'S SPECS)9b FULL MORTISE HINGE (STANDARD): HAGER #BB-1191 STAINLESS STEEL (PER MFR'S SPECS)10a FULL MORTISE HINGE (HEAVY): HAGER #BB-1168 STEEL (PER MFR'S SPECS)10b FULL MORTISE HINGE (HEAVY): HAGER #BB-1199 STAINLESS STEEL (PER MFR'S SPECS)11 RIM EXIT DEVICE: HAGER 4500 SERIES PER MFR'S SPECS

12 RIM STRIKE: HAGER 4920F PER MFR'S SPECS

13 SVR EXIT DEVICE: HAGER 4500 SERIES PER MFR'S SPECS

14 SVR TOP STRIKE: HAGER 4923F PER MFR'S SPECS

15 CYLINDRICAL LOCK: HAGER 3400 OR 3500 SERIES PER MFR'S SPECS

16 DEAD BOLT: HAGER 3100 SERIES PER MFR'S SPECS

17 MORTISE LOCKSET W/ DEADBOLT: HAGER 3800 SERIES PER MFR'S SPECS

18 SURFACE BOLT: HAGER #275D (8" LONG) PER MFR'S SPECS

19 DOOR HINGE STILE REINFORCEMENT (REQUIRED FORMORTISE HINGES ONLY)

8ga GALVANNEAL STEEL OR STAINLESSSTEEL

20 FRAME HINGE REINFORCEMENT (REQUIRED FOR MORTISEHINGES ONLY)

8ga GALVANNEAL STEEL OR STAINLESSSTEEL

21 SURFACE STRIKE REINFORCEMENT 12ga GALVANNEAL STEEL OR STAINLESSSTEEL

22 FRAME STRIKE REINFORCEMENT 14ga (0.074") GALVANNEAL STEEL ORSTAINLESS STEEL

23 DOOR LOCK STILE REINF (MORTISE LOCK): 3.500" x 1.660" 14ga (0.074") GALVANNEAL STEEL ORSTAINLESS STEEL

24 CYLINDRICAL LOCK AND DEADBOLT REINFORCEMENT STEEL, SATIN COATING

25 DOOR SURFACE BOLT REINFORCEMENT: 1.688" x 3.5" x 9" 14ga (0.074") GALVANNEAL STEEL ORSTAINLESS STEEL

26 DOOR CLOSER REINFORCEMENT: 1.688" x 3.5" x 16.25" 14ga (0.074") GALVANNEAL STEEL ORSTAINLESS STEEL

27 BUTTERFLY ANCHOR CLIP: EMA #PT1-008 STEEL (PER MFR'S SPECS)28 MASONRY WIRE ANCHOR STEEL: Fy=40ksi, Fu=96ksi

29 CLIP-IN STUD ANCHOR 20ga (0.035") ASTM A653 A-60GALVANNEALED STEEL

30 ASTRAGAL WEATHERSTRIPPING: HAGER 872S PER MFR'S SPECS (NEOPRENE INSERT)

31 ASTRAGAL WEATHERSTRIPPING: HAGER 874S PER MFR'S SPECS (NEOPRENE INSERT)

32 PRESS-ON WEATHERSTRIPPING: HAGER 726S SILICONE, SELF-ADHESIVE

33 PERIMETER WEATHERSTRIPPING: HAGER 891S PER MFR'S SPECS (VINYL BUMPER)34 DOOR SWEEP: HAGER 770S PER MFR'S SPECS (VINYL INSERT)

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